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Home My WebLink About3_12021 Civil SetOEOEOEOEOEOEOEOEOEOEOEOEOEOEXXXXXXX>>>>100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR 100-YR60996100OEOE6095609560956095609517+38FEMA FLOOD PLAINELEVATIONLYONS DITCHS. Edge of Water 04Mar2017Unimproved TrailOVERHEAD ELECTRIC6102Ex 6097.4 E x 6 0 9 9 . 2GateOEOEOEOEOEOEOE XXXXXXXXXXXXXXXXXXX X XXXXXXX X X X X X X X X X XXXXXXXXXX X X X XXXXXXXX XXXXXXXX X X X X X XXXXX>>>>>>>DYH100-YR 100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR60996100 61 0 2 61 0 4 61 0 6WIDEN EXISTING DRIVEWAYROAD SURFACE TO 20 FEET9.9%11.4%10.2%11.7%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE61306125612061156125612061156110609561056120612561306135614061406135613061256120611561106105610061006 1 0 5 61056105610561056105 610561 0 5 6105610561 0 5 6100 6100611561206125613061356140 60956105 6 1 0 5 6100 6100RELOCATEPOWERLINE6105EX.STORAGEEX. GAZEBOCONC. SLAB61001+001+50 2+002+503+003+504+004+505+00 5+506+006+507+007+508+008+509+009+5010+0010+5011+00 11+5012+0012+5013+0013+5014+0014+5015+0015+5016+00 16+50 17+001+001+502+002+503+003+503+80ExistingVolleyballFieldCOWEN DRIVEAPPROX 100 YRFLOOD PLAINAPPROX 100 YRFLOOD PLAINMAX EXISTING DRIVEWAYGRADE IS 12% SLOPEELEVATIONINSTALL NEW STOP SIGNAT 8TH STREET DRIVEWAYINTERSECTIONC/L SwaleEX. CULVERTSEVENT CENTER GRASS PARKING AREA(85 - 9.5' X 19' SPACES)GateLatigo Loop (50' ROW)GateGateGateGateGateGateCov'dPicnic6102Unimproved TrailE. Edge of Water 04Mar20176103 LYONS D ITCH 61006100WETLAND LINEE x 6 0 9 8 . 6 E x 6 1 0 7 . 9 Ex 6101.6E x 6 1 0 6 . 4 E x 6 1 0 4 . 8 E x 6 1 0 3 . 2 E x 6 1 0 2 . 5 E x 6 0 9 9 . 7 Ex 6100 Ex 6097.9 Ex 6097.2 Ex 6096.2 Ex 6097.4 Ex 6100 .7Ex 6101PROPERTY LINEPROPERTY LINEUNIMPROVED TRAIL1-BRC FF: 61 0 5 . 8 2-BR C FF: 6 1 0 5 . 5 1-BR C FF: 61 0 5 . 1 1-B R C FF: 6 1 0 5 . 7 1-BRC FF: 6105 . 9 1-BRC FF: 6106.1 2- B R C FF : 6 1 0 4 . 9 2 - B R C F F : 6 1 0 4 . 5 PROPOSED EVENTCENTER (80 'X60 ' )FF: 6101 .0 ' 1-B R C FF: 6 1 0 5 . 5 EVENT CENTER AREA4.80 ACRESRECREATIONAL CABIN AREA2.66 ACRESByRevisionNo.Date 923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or Surveyor SealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C_Base (m).dwg 5/25/2018 9:14 AM NORTH9. 8. 7. 6. 5. 4. 5/24/18 Added basis of elevation note to all sheets APL 3. 5/7/18 Moved cabins out of floodplain APL 2. 4/30/18 Moved leach field away from wetland APL2/14/18APLBDL12021-c_base (m).dwg12021000.000.0000CARBONDALE, CO 81623592 COWEN DRGIANINETTI FAMILY PARTNERSHIPCARBONDALE, CO 1. 4/18/18 Added parcels, lineweights, cabin size and misc adjust APL ---- Site Plan Gianinetti Spring Creek Guest Ranch C.10050'100'Scale: 1" = 50'ROCTCURTSN ONOI FTON PRELIMNOTES:ALL APPROPRIATE UTILITIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATIONALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED THE CURRENT CONSTRUCTION AND DESIGN STANDARDS ESTABLISHEDBY THE COUNTY AND BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER.ALL UNSPECIFIED FILL AREAS AS SHOWN ON THE SITE PLAN REQUIRE 90% MINIMUM COMPACTION TO MAXIMUM COMPACTEDSTANDARD PROCTOR DENSITY.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).GRADING SHALL BE SLOPED TO ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS.ALL NEW BUILDING FINISHED FLOOR ELEVATIONS SHALL BE PLACED AT LEAST ONE FOOT (1') ABOVE THE 100 YEAR FLOOD ELEVATIONAS ESTABLISH BY FEMA.STORM WATER DETENTION WILL NOT BE NECESSARY DUE TO THE SITES NATURAL DRAINAGE AND ITS LOCATION ADJACENT ANDWITHIN THE ROARING FOR RIVER FLOOD PLAIN.PROJECT DISTURBANCE IS ESTIMATED AT 0.7± ACRES. DISTURBED AREAS SHALL BE REVEGETATED WITH LAWN AND/OR REGIONALPASTURE GRASSES, AS DESIRED.ALL EXISTING AND NEW DRIVEWAY ACCESSES TO CABINS AND EVENT CENTER SHALL BE COMPLETED WITH A 20 FT WIDE GRAVELEDSURFACE,EROSION AND POLLUTION CONTROL DEVICES SHALL BE PROVIDED AS NECESSARY AROUND ALL CONSTRUCTION AREAS ANDEXCAVATIONS.THE ROARING FORKWETLAND BOUNDARY FLAGGED IN FIELD BY CLAFFEY ECOLOGICAL CONSULTANTS, INC. ON JUNE 20, 2017.THE NORTHERN PORTION OF THE PROPERTY LIES WITHIN THE ROARING FORK RIVER FLOOD PLAN AREA AS DESIGNATED BY THEFEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD PLAIN STUDY. THE ROARING FORK RIVER FLOOD PLAIN DEPICTED ONTHE LATEST FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBERS 080205 1856B AND 1857B (COPIES OF EFFECTED AREAATTACHED) ARE GRAPHICALLY REFERENCED ON THESE DRAWINGS.XXBOUNDARY LINELEGENDEXISTING WETLAND BOUNDARYOEOEEXISTING OVERHEAD ELECTRICFEMA FLOOD PLAIN ELEVATION100-YR100-YREXISTING FENCEAPPROXIMATE LIMITS OF100 YEAR FLOODWAY (PER FEMA)APPROXIMATE LIMITS OF100 YEAR FLOODPLAIN (PER FEMA)EXISTING DRIVEWAYNEW GRAVEL DRIVEWAY (20' WIDE)EDGE OF GRAVEL DRIVENORTHSITEHwy. 82Vicinity Map1"=2000'SURVEY-BASIS OF ELEVATIONTHE COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD &MESA COUNTIES, COLORADO, DATED DECEMBER 1982 UTILIZED BENCHMARK D-156 WITHAN ELEVATION OF 6192.284. THE BENCHMARK UTILIZED ON THE EAST BRIDGE ABUTMENTON COLORADO 133 AT COLORADO 82 HAS BEEN LOST.THE NGS DATA SHEET FOR D-156 SHOWS THE NGVD 29 ELEVATION AS 6192.28. ITSHOWS THE NAVD 88 ELEVATION AS 6196.72. NAVD 88 TO NGVD 29 DATUM EQUALSMINUS (-) 4.44. COLORADO DEPT OF TRANSPORTATION (CDOT) UTILIZED NAVD 88.BOUNDARIES UNLTD (BUI) TIED INTO CDOT CONTROL POINTS 9.14' HIGHER, THEREFOREBOUNDARIES ORIGINAL VERTICAL DATUM WAS 13.58 (9.14+4.44) HIGHER THAN FIRMMAPS. BUI DATUM ADJUSTED -13.58 FEET EQUALS NGVD 29 FIRM MAPPING. GateOEOEOEOEOEOEXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXX X X X X X XXXXXXXXXXXX X X X X X >>>>>>>>>>>>>DYH100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100-YR 100-YR 100-YR 100-YR 60996100 61 0 29.9%11.4%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE6120611561106105610061006 1 0 5 6105610561056105 610561 0 5 6105610561 0 5 6100 610061256130 6105 6 1 0 5 6100DRY FIRE HYDRANT(DETAIL THIS SHEET)1-1/2" PURECORE WATERLINEAPPROX 900 LF (4.5' PIPE COVER)OPTIONALPUMP HOUSE1-1/2" PURECORE WATERLINE APPROX. 900 LF6105EX.STORAGEEX. GAZEBOCONC. SLAB4+004+505+00 5+506+006+507+007+508+008+509+009+5010+0010+5011+00 11+5012+0012+5013+0013+5014+0014+5015+0015+5016+00 16+50 17+0017+381+001+502+002+503+003+503+80UEUEUE UEUEUEUEUEUEUE UEUEUEUEUE UEFVFVFVFVExistingVolleyballFieldC/O DV FVFVFVFV3/4" PURECORE WATERSERVICE (PER CABIN)WW SOW SOW SOW SOW SOWSOWSOAPPROX 100 YRFLOOD PLAINFEMA FLOOD PLAINELEVATIONNEW WELLCVCV C/L SwaleEXISTING ELECTRICHOOKUP BOXESGateGateGateGateGateGateCov'dPicnic6102 OVERHEAD ELECTRIC6103 LYONS D ITCH 61006100POWER POLE (TYP).POWER POLE (TYP).NEW UNDERGROUND POWERREMOVE & REPLACE 672 LF OF OVERHEADPOWER LINE WITH UNDERGROUNDPOWERLINE PER HOLY CROSS ENERGYNEW UNDERGROUND POWERAPPROX 770 LF OF TRENCHWETLAND LINEEx 6101.6E x 6 1 0 6 . 4 E x 6 1 0 4 . 8 E x 6 1 0 3 . 2 E x 6 1 0 2 . 5 Ex 6099.7Ex 6100 Ex 6097.9 Ex 6097.2 Ex 6097.4 Ex 6100 .7 E x 6 0 9 9 . 2Ex 61011-BRC FF: 61 0 5 . 8 2-BR C FF: 6 1 0 5 . 5 1-BR C FF: 61 0 5 . 1 1-B R C FF: 6 1 0 5 . 7 1-BRC FF: 6105 . 9 1-BRC FF: 6106.1 2- B R C FF : 6 1 0 4 . 9 2 - B R C F F : 6 1 0 4 . 5 PROPOSED EVENTCENTER (80'X60')FF: 6101.0' 1-B R C FF: 6 1 0 5 . 5 FM FM FM FM FM 6''SS6''SS6''SS6''SS6''SSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMW WWWWWWWWWWWWWWWWWSOWSO3/4" CURB STOP & 2" SCH 80PVC VALVE BOX PIPE & CAP(ONE PER CABIN SERVICE LINE)ByRevisionNo.Date 923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or Surveyor SealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C_Base (m).dwg 5/25/2018 9:14 AM NORTH9. 8. 7. 6. 5. 4. 5/24/18 Added basis of elevation note to all sheets APL 3. 5/7/18 Moved cabins out of floodplain APL 2. 4/30/18 Moved leach field away from wetland APL2/14/18APLBDL12021-c_base (m).dwg12021000.000.0000CARBONDALE, CO 81623592 COWEN DRGIANINETTI FAMILY PARTNERSHIPCARBONDALE, CO 1. 4/18/18 Added parcels, lineweights, cabin size and misc adjust APL ---- Water & Utility Plan Gianinetti Spring Creek Guest Ranch C.20040'80'Scale: 1" = 40'ROCTCURTSN ONOI FTON PRELIMNORTHSITETo BasaltHwy. 82Vicinity Map1"=2000'XXBOUNDARY LINELEGENDEXISTING WETLAND BOUNDARYOEOEEXISTING OVERHEAD ELECTRICFEMA FLOOD PLAIN ELEVATION100-YR100-YREXISTING FENCEAPPROXIMATE LIMITS OF100 YEAR FLOODWAY (PER FEMA)APPROXIMATE LIMITS OF100 YEAR FLOODPLAIN (PER FEMA)EXISTING DRIVEWAYNEW GRAVEL DRIVEWAY (20' WIDE)EDGE OF GRAVEL DRIVEWWPROPOSED WATER LINEUEUEEDGE OF GRAVEL DRIVESURVEY-BASIS OF ELEVATIONTHE COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPAREDFOR GARFIELD & MESA COUNTIES, COLORADO, DATED DECEMBER 1982UTILIZED BENCHMARK D-156 WITH AN ELEVATION OF 6192.284. THEBENCHMARK UTILIZED ON THE EAST BRIDGE ABUTMENT ON COLORADO 133AT COLORADO 82 HAS BEEN LOST.THE NGS DATA SHEET FOR D-156 SHOWS THE NGVD 29 ELEVATION AS6192.28. IT SHOWS THE NAVD 88 ELEVATION AS 6196.72. NAVD 88 TO NGVD29 DATUM EQUALS MINUS (-) 4.44. COLORADO DEPT OF TRANSPORTATION(CDOT) UTILIZED NAVD 88. BOUNDARIES UNLTD (BUI) TIED INTO CDOTCONTROL POINTS 9.14' HIGHER, THEREFORE BOUNDARIES ORIGINALVERTICAL DATUM WAS 13.58 (9.14+4.44) HIGHER THAN FIRM MAPS. BUIDATUM ADJUSTED -13.58 FEET EQUALS NGVD 29 FIRM MAPPING. GateOEXXXXXXXXXXX X XXXXXXXXXXXXX X X X X XXXXXXXXX>>>>>>>>>>DYH100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100-YR 100-YR 100-YR 61006102 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE61006105 610561056105 610561 0 5 6105610561056100 61006105 6 1 0 5 6105EX.STORAGEEX. GAZEBOCONC. SLAB7+007+508+008+509+009+5010+0010+5011+00 11+5012+0012+5013+0013+5014+0014+5015+0015+5016+00 16+50 17+0017+381+001+502+002+503+003+503+80THTHPH7PH6PH5PH4PH3PH1PH2FVFVFVFVExistingVolleyballFieldC/O DV FVFVFVFV76 (4X19) QUICK 4 UNITS OR12X4 ADS BIODIFFUSER (STD)(875 SF MIN. PER BED)APPROX 100 YRFLOOD PLAINFEMA FLOOD PLAINELEVATIONCVCV C/L SwaleGateGateGateCov'dPicnic6102 6103 LYONS D ITCH 61006100WETLAND LINEEx 6101.6E x 6 1 0 3 . 2 Ex 6102.5 Ex 6099.7 Ex 6100.7Ex 6099.2Ex 61011-BRC FF: 61 0 5 . 8 2-BR C FF: 6 1 0 5 . 5 1-BR C FF: 61 0 5 . 1 1-B R C FF: 6 1 0 5 . 7 1-BRC FF: 6105 . 9 1-BRC FF: 6106.1 2- B R C FF : 6 1 0 4 . 9 2 - B R C F F : 6 1 0 4 . 5 PROPOSED EVENTCENTER (80'X60')FF: 6101.0' 1-B R C FF: 6 1 0 5 . 5 FM FM FM FM6''SS6''SS6''SS6''SSFMFMFMFMFMFMFMFMFMFMFMFMW WWWWWWWWWWWCDPHE APPROVED 1,500-GALLONSINGLE-COMPARTMENT PRECASTCONCRETE SEPTIC TANKCDPHE APPROVED 1,000-GALLONONE-COMPARTMENT PRECASTCONCRETE SEPTIC TANK W/ HIGHHEAD DOSING PUMPFLUSH VALVE ASSEMBLY, TYP.(4 PER BED)6" Ø PVC SDR35170 LF @ 1%1-1/2"Ø SCH.40 PVCDISTRIBUTION LINES &MANIFOLD, TYP.1-1/2"x1-1/4" SCH.40 PVC REDUCER,TYP. (4 PER BED)INSPECTION PORT, TYP. (4 PER BED)CDPHE APPROVED WATERTIGHT 2,000-GALPRECAST CONCRETE DUAL 1,000-GALCHAMBER SEPTIC TANK WITH DOSING PUMPPACKAGE (SEE DETAIL). 18" MINIMUM COVER4" Ø PVC SDR35 @ 1%MIN SLOPE (PER CABIN)2" Ø SCH 40 PVC OR PURECORE PIPEAPPROX. 600 LF (4' PIPE COVER)2" Ø SCH 40 PVC OR PURECORE PIPE -APPROX. 200 LF (4' PIPE COVER)1-1/4" SCH.40 PVC DISTRIBUTIONLATERAL PIPE, TYP.SET DISTRUBUTION VALVE 0.25'ABOVE DISTRIBUTION LATERAL PIPESFOR PIPE DRAINAGEINV. 6102.4'1-1/2" Ø SCH 40 PVCOR PURECORE PIPE -APPROX. 35 LFINV. 6100.7'0050'100'Scale: 1" = 50'ROCTCURTSN ONOI FTON PRELIMGENERAL ABSORPTION AREA NOTES1.INSTALL CHAMBER UNITS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.2.ABSORPTION BEDS SHALL NOT EXCEED 12-FEET'WIDE BY 100-FEET IN LENGTH, SHALL PARALLELTHE TOPOGRAPHY AND SHALL BE INSTALLED IN ARECTANGULAR PATTERN WHENEVER POSSIBLE. SIX(6) FEET MINIMUM SEPARATION DISTANCEBETWEEN BEDS3.THE BOTTOM OF THE ABSORPTION BED SHALL BELEVEL AND THE BOTTOM AND SIDEWALLS MUST BERAKED TO REMOVE ANY SOIL SMEARS INCURREDDURING THE EXCAVATION. FAILURE TO DO SO MAYREQUIRE THE CONTRACTOR TO REPLACE THEABSORPTION FIELD AT HIS/HER OWN EXPENSE.4.DRAINAGE SWALES ARE TO BE PROVIDED ABOVEAND AROUND THE FIELD, AS NECESSARY, TOPREVENT SURFACE RUNOFF FROM ENTERINGABSORPTION AREA.5.NO EXCAVATION OF THE ABSORPTION FIELD IS TOBE DONE DURING WET WEATHER AND USE OFRUBBER TIRE VEHICLES OVER THE ABSORPTIONAREA IS STRICTLY PROHIBITED.6.UNSUITABLE MATERIAL EXISTING WITHIN THE FIELDSHALL BE EXCAVATED AND BACKFILL SHALLCONSIST OF IMPORTED LOAMY SAND OR SANDYGRAVEL. THE ENGINEER SHALL BE CONTACTED IFBEDROCK OR GROUNDWATER IS ENCOUNTERED INTHE OVEREXCAVATION.7.TOPSOIL COVER MAY BE VARIED (1-FOOT MINIMUM,2-FOOT MAXIMUM) TO ALLOW FOR LANDSCAPING.0050'100'Scale: 1" = 50'NORTHATTACH REMOVABLE CAP ORTHREADED CLEANOUT ASSEMBLY.INSTALL MARKER IF CAP IS TOBE BURIED.4"Ø COUPLING (UNION).USE A HOLE SAW TO CUTOUT CIRCLE OFF THECENTER OF THE UNIT4"Ø PERFORATED PVC PIPE.EXTEND PIPE TO REST ONBOTTOM OF THE BED4"Ø PVC SOLIDPIPE CUT TO FITPREFABRICATED PIPE SUPPORTOR MANUFACTURER SUPPLIEDHANGING SYSTEM (PIPE @ 6"MIN. ABOVE BASE).1-1/4"Ø PRESSURE DOSINGPIPE WITH 1/8"Ø HOLESEVERY 48"O.C. (FACING UP)GRAVELLESS CHAMBER SYSTEM:INFILTRATOR QUICK 4, ADVANCED DRAINAGESYSTEMS BIODIFFUSER (STANDARD), ORENGINEER APPROVED EQUAL.COVER WITH 6" OF TOPSOILAND REVEGETATEBACKFILL30 MIL LINER CURTAIN BARRIER(ALL SIDES OF BED)3:1 (MIN)3:1 (MIN)REPLACE ALL TOPSOIL MATERIALWITH SELECT MEDIUM SANDEXISTING GRAVELOWTS NOTES1.ALL CONSTRUCTION SHALL BE IN A ACCORDANCE WITH CDPHE REGULATION #43 ONSITE WASTEWATER TREATMENT SYSTEM REGULATION (OTWS), MOST CURRENT EDITION ANDLOCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BE NOTED ON THE DRAWINGS. THIS DRAWING IS NOT AN OWTS PERMIT. A PERMIT MUST BE OBTAINEDFROM THE APPROPRIATE LOCAL AGENCY. THE ENGINEER MUST OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF INSPECTION AS REQUIRED BYTHE LOCAL GOVERNING AGENCY. THE CONTRACTOR SHALL REQUEST FOR INSPECTION AT LEAST 48-HOURS PRIOR TO THE SCHEDULED TIME OF BACKFILLING.2.DEMAND CALCULATIONS (SEC.43.6.A.4.(1))2.A.SIX 1-BDRM & THREE 2-BDRM CABINS AND A 200-PERSON EVENT CENTER (MOSTLY WEDDINGS) WITH MOUNDED DOSING AND TREATMENT LEVEL 1 (TL1)2.B.AVERAGE DAILY WASTEWATER FLOW (ADWF):2.B.1.CAMPGROUND CABINS WITH KITCHENETTE AND NO LAUNDRY, DISPOSAL, OR DISHWASHER: TABLE 6.2 - TRAVEL TRAILER PARKS WITH INDIVIDUAL WATER & SEWER HOOKUP: 50 gpdcADWF = 50 gpdc * 12 BDRMS * 2 PERSONS/BDRM = 1,200 gpd2.B.2.EVENT CENTER W/RESTROOMS:TABLE 6.2 - FACILITIES WITH SHORT-TERM OR TRANSIENT VISITORS: 5 gpdc(Facility events restricted to 1 event per two consecutive days)ADWF = 5 gpdc * 200 PERSONS = 1,000 gpd;EFFECTIVE ADWF = STORED ADWF DOSED OVER 2 (OR MORE) DAYS = 1,000 gpd / 2 days = 500 gpd TOTAL ADWF = CABINS ADWF + EVENT CENTER ADWF = 1,200 gpd + 1000 gpd = 2,200 gpd OR EFFECTIVE TOTAL ADWF = CABINS ADWF + EVENT CENTER EFFECTIVE ADWF = 1,200 gpd + 500 gpd = 1,700 gpd3.SEPTIC TANK (SEC.43.9.B.2.b)3.A.SIX 1-BDRM & THREE 2-BDRM CABINS AND A 200-PERSON EVENT CENTER (MOSTLY WEDDINGS)TANKS SIZED TO PERMIT DETENTION OF WASTEWATER DESIGN FLOW FOR A MIN OF 48 HOURS3.B.CAMPGROUND CABINS3.B.1.48 HR DENTENTION VOL = 1,200 gpd * 2 DAYS (48 HRS) = 2,400 GALS.FIRST COMPARTMENT/TANK MIN. VOL = 50% * 48 HR DENT. VOL = 50% * 2,400 GALS = 1,200 GALS(USE 1,500 GAL SINGLE COMPARTMENT TANK - FIRST TANK IN SERIES)SECOND COMPARTMENT/TANK MIN VOL = 48 HR DENT VOL TANK - FIRST TANK VOL =2,400 GALS - 1,500 GALS = 900 GALS(USE 1,000-GAL SINGLE COMPARTMENT TANK EQUIPED WITH EQUIPED A DOSING PUMP STATION - SECOND TANK IN SERIES)3.C.EVENT CENTER (USE LIMITED TO NOT MORE THAN ONE EVENT PER TWO CONSECUTIVE DAYS)3.C.1.ADWF = 5 gpdc * 200 PERSONS = 1,000 gpd;EACH DOSING PER DAY DAYS = 1,000 gpd/2 days = 500 gpd48 HOUR DENTION VOLUME = 1,000 gpd * 2 DAYS (48 HRS) = 2,000 GALSFIRST COMPARTMENT/TANK MIN. VOL = 50% * 48 HR DENT. VOL = 50% * 2,000 GALS = 1,000 GALSSECOND COMPARTMENT/TANK MIN VOL = EVENT MAX VOL = 1,000 GALS(USE ONE 2,000 GAL TWO EQUAL SIZE COMPARTMENT TANK EQUIPED WITH A DOSING PUMP STATION; PUMP DOSING SHALL BE LIMITED TO PUMP NOT MORE 500 GALLONS PER 24 HOURS DAY)4.ABSORPTION AREA CALCULATIONS4.A.GROUNDWATER WAS ENCOUNTERED AT SIX FEET; FLOOD PLAIN ELEVATION APPROXIMATELY 24“ BELOW EXISTING GROUND SURFACE; GOUND SURFACE ISRELATIVELY FLAT - LESS THAN 20%; THEREFORE, THE ABSORPTION FIELD SYSTEM SHALL BE A PRESSURE DOSED SHALLOW GRAVELLESS CHAMBER SYSTEM INA BED CONFIGURATION. SOILS REVIEWED BY BOUNDARIES UNLIMITED, INC ON. AND HP-KUMAR, INC, WERE FOUND TO BE TO BE SLIGHTLY SILTY SANDS &GRAVELS WITH PERCOLATION RATES RANGING BETWEEN 6.7 AND 15 MINS PER INCH. PERCOLATION TESTS WERE ALSO COMPLETED IN TWO 10 FT X 10 FT X 3FT MOUNDED FILL AREAS (LIGHTLY COMPACTED) USING NEARBY EXCAVATED SILTY SANDS & GRAVELS FOR THE FILTER MATERIAL RESULTING PERCOLATIONRATES OF 9.5 AND 14.6 MINS PER INCH. THE SYSTEM WILL BE OVERSIZED TO ALLOW FOR POSSIBLE FILTER MATERIAL AND BACKFILL COMPACTIONIRREGULARITIES AND HAS BEEN DESIGNED FOR A TREATMENT LEVEL 1 LONG TERM ACCEPTANCE RATE (LTAR) OF 0.60 gpd/SF (PER TABLE 10-1)4.B.MINIMUM SOIL TREATMENT AREA A: (SEC.43.10.C.4)A = EFFECTIVE TOTAL ADWF = 1,700 gpd = 2,500 SF LTAR 0.80 gpd/SFSIZE ADJUSTMENT FACTORS: PRESSURE DOSING = 1.0; CHAMBERED BED = 0.7 (PER TABLE 10-2 & 10-3)A, adj = 2,500 SF * 1.0 * 0.7 = 1,750 SFABSORPTION AREA WILL BE DIVIDED INTO TWO 875 SF, 12-FT WIDE BEDS SERVICED WITH ALTERNATING DOSING VALVE.INFILTRATOR QUICK4: 875 SF / 12 SF/UNIT = 76 UNITS PER BED CONFIGURATION - TOTAL UNITS = 152ORADS BIODIFFUSER (STD): 875 SF / 18.75 SF/UNIT = 48 UNITS PER BED CONFIGURATION - TOTAL UNITS = 96ATTACH REMOVABLE CAP ORTHREADED CLEANOUT ASSEMBLY.INSTALL MARKER IF CAP IS TOBE BURIED.FLOWFINISH GRADE4" OR 6" ØPVC RISER4" OR 6"Ø45° BEND4" OR 6" PVC WYE4" OR 6"Ø PVC SEWER LINE1-1/2"Ø PVCDISTRIBUTION PIPE1-1/2"Ø PVCELBOW1"Ø BALL VALVE&THREATdASSEMBLYIRRIG. VALVE BOX1"X-1/2" PVCREDUCERFROMPUMPSSTYROFOAM INSULATEDFIBERGLASS LID WITHSTAINLESS STEEL BOLTSAND URETHANE GASKETPVC ENCLOSUREGRAVEL BASEORENCO 6402 TWO (2)-ZONEDISTRIBUTION VALVE12" MIN.,24" MAX.12' WIDE BED (MAX)3' MIN3' MINScale: N.T.S.Distribution Valve3Scale: N.T.S.Flush Valve4Scale: N.T.S.Cleanout5TopView5"FlexibleBoot106"56"Butyl Rubber SealantSectionViewPump:·Lowers TSS and improves effluent quality to field·Easiest pump system to maintain on the market·Complete installation (wiring, panel, mounting and start-up procedures)·Complete warrantyService contracts available for maintenance111"11' Long x 7' Wide Inlet Outlet Length Width Height56" below inlet invert 56" 73" 111" 60" 92" 1,042 gal 2,620 lbs 8,915 lbs 11,735 lbs60"68"Digging Specs Invert Dimensions Net Net Weight Capacity Lid Tank TotalALLOWABLE BURY(Based on Water Table)WATER TABLEALLOWABLE EARTHFILL0' - 0"2' - 0"1' - 0 "3' - 0"2' - 0"3' - 0"3' - 0"4' - 0"DRY4' - 0"DESIGN NOTES·Design per performance test per ASTM C1227·Top surface area 46.25 ft²·f'c @ 28 days; concrete = 6,000 PSI Min.Installation:·Tank to be set on 5" min. sand bed or peagravel·Tank to be backfilled uniformly on all sides inlifts less than 24" and mechanicallycompacted·Excavated material may be used for backfill,provided large stones are removed·Excavation should be dewatered and tank filledwith water prior to being put in service forinstallation with water table less than 2' belowgrade·Meets C1644-06 for resilient connectors·Inlet and Outlet identified above pipe·Delivered complete with internal piping·Secondary safety screen available with PVCriser20" Clear AccessTANKID24" Minimum HeightBall Valve73"19"4"Wires to PanelQuick DisconnectPUMP=30 GPM400 GAL/DOSE(Orenco PF300511or equal)Item #1000T-1CP-HH1000 Gallon Top SeamOne Compartment withHigh Head PumpWater &Wastewater·Systems·Products·Service(719) 395-6764Fax: (719) 395-3727Website: www.valleyprecast.comEmail: frontdesk@valleyprecast.com28005 Co. Rd. 317P.O. Box 925Buena Vista, CO 81211Water &Wastewater·Systems·Products·Service(719) 395-6764Fax: (719) 395-3727Website: www.valleyprecast.comEmail: frontdesk@valleyprecast.com28005 Co. Rd. 317P.O. Box 925Buena Vista, CO 81211Item #2000T-2CP2000 Gallon Top Seam TwoCompartment with High Head PumpTop ViewSection View162"20" Clear Access78"ALLOWABLE BURY(Based on Water Table)WATER TABLEALLOWABLE EARTHFILL0' - 0"3' - 0"1' - 0 "3' - 0"2' - 0"4' - 0"3' - 0"4' - 0"DRY4' - 0"DESIGN NOTES·Design per performance test per ASTM C1227·Top surface area 87.75 ft²·f'c @ 28 days; concrete = 6,000 PSI Min.Installation:·Tank to be set on 5" min. sand bed or peagravel·Tank to be backfilled uniformly on all sides inlifts less than 24" and mechanically compacted·Excavated material may be used for backfill,provided large stones are removed·Excavation should be dewatered and tank filledwith water prior to being put in service forinstallation with water table less than 2' belowgrade·Meets C1644-06 for resilient connectors·Inlet and Outlet identified above pipe·Delivered complete with internal piping·PVC or concrete risers available·Secondary safety screen available with PVCriserTANKID15' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet Side Total56" below inlet invert 56" 73" 162" 78" 92" 1559 gallons 507 gallons 2066 gallonsDigging Specs Invert Dimensions Net Capacity Net WeightLid Tank Total5,420 lbs 15,530 lbs 21,150 lbs156.642555.749767.752973.089218.644418.971548.7528Flexible BootButyl RubberSealantWires to Panel24" Min. HeightQuick DisconnectBall Valve5"4"1,000 GALCHAMBER1,000 GALCHAMBERORENCO PF3005 PUMP30 GPM, 1/2HPSET PUMP TIMER FOR 10 MINDURATION @ 2 HOURINTERVAL, SET CUTOFFFLOAT AT 500 GAL (50%)REMAINING IN CHAMBERScale: N.T.S.Mounded Pressure Dosing Chamber Bed1Water &Wastewater·Systems·Products·Service(719) 395-6764Fax: (719) 395-3727Website: www.valleyprecast.comEmail: frontdesk@valleyprecast.com28005 Co. Rd. 317P.O. Box 925Buena Vista, CO 81211Item #1500T-2CP 1500 Gallon Top Seam One CompartmentTop ViewSection View132"4"5"Butyl RubberSealant129"56"68"53"FlexibleBoot19"19"20" Clear Access 13' Long x 8' Wide Inlet Outlet Length Width Height 56" below inlet invert 56" 53" 132" 68" 68" 1,528 gallons 3,600 lbs 10,760 lbs 14,360 lbs68"ALLOWABLE BURY(Based on Water Table)WATER TABLEALLOWABLE EARTHFILL0' - 0"3' - 0"1' - 0 "3' - 0"2' - 0"4' - 0"3' - 0"4' - 0"DRY4' - 0"DESIGN NOTES·Design per performance test per ASTM C1227·Top surface area 62.33 ft²·f'c @ 28 days; concrete = 6,000 PSI Min.Installation:·Tank to be set on 5" min. sand bed or peagravel·Tank to be backfilled uniformly on all sides inlifts less than 24" and mechanically compacted·Excavated material may be used for backfill,provided large stones are removed·Excavation should be dewatered and tank filledwith water prior to being put in service forinstallation with water table less than 2' belowgrade·Meets C1644-06 for resilient connectors·Inlet and Outlet identified above pipe·Delivered complete with internal piping·Secondary safety screen available with PVCriser·Option of pump or siphon installed*See installation guide on our websiteTANKIDDigging Specs Invert Dimensions Net Capacity Net Weight Lid Tank TotalByRevisionNo.Date 923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or Surveyor SealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C_Base (m).dwg 5/25/2018 9:15 AM NORTH9. 8. 7. 6. 5. 4. 5/24/18 Added basis of elevation note to all sheets APL 3. 5/7/18 Moved cabins out of floodplain APL 2. 4/30/18 Moved leach field away from wetland APL2/14/18APLBDL12021-c_base (m).dwg12021000.000.0000CARBONDALE, CO 81623592 COWEN DRGIANINETTI FAMILY PARTNERSHIPCARBONDALE, CO 1. 4/18/18 Added parcels, lineweights, cabin size and misc adjust APL ---- OWTS Plan Gianinetti Spring Creek Guest Ranch C.3SITE EVALUATION1.SITE AND SOIL EVALUATIONS WERE PERFORMED BY:BRUCE D LEWIS, PEBOUNDARIES UNLIMITED INC.923 COOPER AVE. STE 201GLENWOOD SPRINGS, CO 81601970.945.52522.EVALUATION DATE(S): OCTOBER 11, 2017.3.PERCOLATION (PH) TESTS RESULTS:PERC HOLE #1 - 6.7 MPIPERC HOLE #2 - 15.0 MPIPERC HOLE #3 - 8.6 MPIPERC HOLE #4 - 7.5 MPIPERC HOLE #5 - 8.6 MPIPERC HOLE #6 - 6.7 MPI AVG = 8.9 MPI4.SOIL TYPE = 1 (TABLE 10-1) BASED ON PERCOLATION TEST & SOILEVALUATION. TREATMENT LEVEL 1 LTAR= 0.80 gals/day/sq.ft.5.SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED,UNLINED SAND FILTER OR SEEPAGE PIT (PER TABLE 7-1) AND ANEFFECTIVE TOTAL ADWF=1,700 GPD:5.A.SPRING OR WELL=100'5.B.POTABLE WATER SUPPLY LINE=25'5.C.POTABLE WATER SUPPLY CISTERN=25'5.D.DWELLING=20'5.E.PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10'5.F.INTERMITTENT IRRIGATION LATERAL, INFILTRATIONSTRUCTURE=25'5.G.LAKE, WATER COURSE, IRRIGATION DITCH, STREAM ORWETLAND=50'. (DISTANCE REDUCED WITH PVC LINER BARRIER)5.H.DRY GULCH, CUT BANK OR FILL AREA=25'5.I.SEPTIC TANK=5'5.J.RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 3'(TREATMENT LEVEL 1, PRESSURE DOSING)3.SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE7-1):3.A.SPRING OR WELL=50'3.B.POTABLE WATER SUPPLY LINE=10'3.C.POTABLE WATER SUPPLY CISTERN=25'3.D.DWELLING=5'3.E.PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10'3.F.INTERMITTENT IRRIGATION LATERAL, INFILTRATIONSTRUCTURE=10'3.G.LAKE WATER COURSE, IRRIGATION DITCH, STREAM ORWETLAND=50'3.H.DRY GULCH, CUT BANK OR FILL AREA=10'3.I.STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT=5'4.SEPTIC TANKS & RISERS (AND ALL JOINTS) MUST BE WATERTIGHT TOPREVENT GROUNDWATER INFILTRATION DUE TO HIGH GROUNDWATERAND FLOOD PLAIN ELEVATIONSURFACEScale: N.T.S.Site & Soils Evaluation2TOPSOIL1.5'6.5'SILTY SANDYGRAVELSWITHCOBBLESTEST HOLE 1TOPSOIL1.5'6.5'SILTY SANDYGRAVELSWITHCOBBLESFLOWCHECK VALVEScale: N.T.S.Check Valve6GRD WATERGRD WATER5.2 FT DEPTHFLOOD PLAIN ELEVATION = 6101.5'EXISTING GROUND ELEVATION = 6103'3.0 FEET (MIN) SELECT MEDIUM SANDBOTTOM ELEVATION = 6102.5'TO ABSORPTIONFIELDSSTYROFOAM INSULATEDFIBERGLASS LID WITHSTAINLESS STEEL BOLTSAND URETHANE GASKETPVC ENCLOSUREFREEDRAININGGRAVELXXBOUNDARY LINELEGENDEXISTING WETLAND BOUNDARYOEOEEXISTING OVERHEAD ELECTRICFEMA FLOOD PLAIN ELEVATION100-YR100-YREXISTING FENCEAPPROXIMATE LIMITS OF100 YEAR FLOODWAY (PER FEMA)APPROXIMATE LIMITS OF100 YEAR FLOODPLAIN (PER FEMA)EXISTING DRIVEWAYNEW GRAVEL DRIVEWAY (20' WIDE)EDGE OF GRAVEL DRIVEFMFMPROPOSED FORCED MAIN4''SS4''SSPROPOSED SEWER SERVICE6''SS6''SSPROPOSED SEWER MAINSURVEY-BASIS OF ELEVATIONTHE COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPAREDFOR GARFIELD & MESA COUNTIES, COLORADO, DATED DECEMBER 1982UTILIZED BENCHMARK D-156 WITH AN ELEVATION OF 6192.284. THEBENCHMARK UTILIZED ON THE EAST BRIDGE ABUTMENT ON COLORADO 133AT COLORADO 82 HAS BEEN LOST.THE NGS DATA SHEET FOR D-156 SHOWS THE NGVD 29 ELEVATION AS6192.28. IT SHOWS THE NAVD 88 ELEVATION AS 6196.72. NAVD 88 TO NGVD29 DATUM EQUALS MINUS (-) 4.44. COLORADO DEPT OF TRANSPORTATION(CDOT) UTILIZED NAVD 88. BOUNDARIES UNLTD (BUI) TIED INTO CDOTCONTROL POINTS 9.14' HIGHER, THEREFORE BOUNDARIES ORIGINALVERTICAL DATUM WAS 13.58 (9.14+4.44) HIGHER THAN FIRM MAPS. BUIDATUM ADJUSTED -13.58 FEET EQUALS NGVD 29 FIRM MAPPING.